JP2012040473A - Filter - Google Patents

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JP2012040473A
JP2012040473A JP2010181665A JP2010181665A JP2012040473A JP 2012040473 A JP2012040473 A JP 2012040473A JP 2010181665 A JP2010181665 A JP 2010181665A JP 2010181665 A JP2010181665 A JP 2010181665A JP 2012040473 A JP2012040473 A JP 2012040473A
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water
filtration
chamber
filtration chamber
treated water
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Shigeru Yamamoto
山本  茂
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Yanmar Co Ltd
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Yanmar Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a new filter by which treated water can be quickly taken after starting operation and the water taking amount of the treated water per unit time can be set more than the supplying amount of raw water per unit time.SOLUTION: The ice storing chamber 2 is arranged in the position above the filtering chamber 4, the treated water becoming excessive amount to the capacity of the lower filtering chamber 42 is stored in the ice storing chamber 3 in series, the treated water stored in the ice storing chamber 3 is returned into the lower filtering chamber 42 via the water collecting pipe 8 by the difference between the water taking amount and the supplying amount in the case the water taking amount of the treated water per unit time exceeds the supplying amount of the raw water per unit time.

Description

本発明は、原水を濾材に通過させることによって濾過処理し、もって処理水を得る濾過装置に関する。   The present invention relates to a filtration apparatus that obtains treated water by filtering raw material by passing it through a filter medium.

原水を濾材に通過させて処理水を得る濾過装置として、濾過室の上部に貯水室を備え、この貯水室に蓄えた処理水によって濾材を逆洗する機能を備えた濾過装置(逆洗水自己保有型圧力濾過機)が開発されている(例えば、下記特許文献1参照)。   As a filtration device that passes the raw water through the filter medium and obtains treated water, a filtration device equipped with a water storage chamber at the top of the filtration chamber and having the function of backwashing the filter medium with the treated water stored in this water storage chamber (backwash water self A holding pressure filter has been developed (for example, see Patent Document 1 below).

図5に示すように、特許文献1に記載された濾過装置100においては、まず、原水用電動開閉弁161を開くことによって、原水供給管16を介して原水を濾過室14の上流部141に供給する。濾過室14の上流部141に供給された原水は、上流部141から下流部142に向けて濾材槽15を通過することによって濾過処理されて処理水となる。この処理水は、集水管18を介して貯水室13に輸送され、貯水室13において順次貯水される。   As shown in FIG. 5, in the filtration device 100 described in Patent Document 1, first, the raw water is opened to the upstream portion 141 of the filtration chamber 14 through the raw water supply pipe 16 by opening the raw water electric on-off valve 161. Supply. The raw water supplied to the upstream part 141 of the filtration chamber 14 is filtered by passing through the filter medium tank 15 from the upstream part 141 toward the downstream part 142 and becomes treated water. The treated water is transported to the water storage chamber 13 through the water collecting pipe 18 and is sequentially stored in the water storage chamber 13.

貯水室13から処理水を取水するための処理水送水管17は、その一端(処理水の入り口側の開口端171)が、濾過装置100の壁面を通じて貯水室13内の上部において開放されている。これより、貯水室13に輸送された処理水は、貯水室13内における水位が処理水送水管17の開口端171を超える位置に至るまで、貯水室に貯水される。処理水送水管17の開口端171の位置を超えた分の処理水は、処理水送水管17の開口端171から処理水排出管17に流入し、処理水送水管17を介して濾過装置1外に自動的に供給される。   One end of the treated water water pipe 17 for taking treated water from the water storage chamber 13 (open end 171 on the inlet side of the treated water) is opened in the upper part of the water storage chamber 13 through the wall surface of the filtration device 100. . Thus, the treated water transported to the water storage chamber 13 is stored in the water storage chamber until the water level in the water storage chamber 13 reaches a position exceeding the opening end 171 of the treated water supply pipe 17. The amount of treated water that exceeds the position of the open end 171 of the treated water supply pipe 17 flows into the treated water discharge pipe 17 from the open end 171 of the treated water supply pipe 17, and is filtered through the treated water supply pipe 17. Supplied automatically outside.

又、特許文献1に記載された濾過装置100において、濾材槽15を逆洗するにあたっては、原水用電動開閉弁161を閉じると共に逆洗用電動開閉弁191を開くことによって、貯水室13に貯水されていた処理水を濾過室14の下流部142に返送する。濾過室14の下流部142に返送された処理水は、下流部142から上流部141に向けて濾材槽15を通過することによって濾材槽15を逆洗する。逆洗後の水は、逆洗によって濾材槽15から押し出した汚れと共に逆洗水配水管19を介して排出される。   Further, in the filtration device 100 described in Patent Document 1, when the filter medium tank 15 is backwashed, the raw water electric on-off valve 161 is closed and the backwash electric on-off valve 191 is opened to store water in the water storage chamber 13. The treated water that has been returned is returned to the downstream portion 142 of the filtration chamber 14. The treated water returned to the downstream part 142 of the filtration chamber 14 passes through the filter medium tank 15 from the downstream part 142 toward the upstream part 141 to backwash the filter medium tank 15. The water after backwashing is discharged through the backwash water distribution pipe 19 together with the dirt pushed out from the filter medium tank 15 by backwashing.

即ち、特許文献1に記載された濾過装置100は、貯水室13に貯水された処理水を、濾材15を逆洗するための逆洗水として利用するものであり、処理水送水管17の開口端171を貯水室13内の上部において開放させることによって、貯水室13において常に一定量の処理水が貯水される構成としている。   That is, the filtration device 100 described in Patent Document 1 uses the treated water stored in the water storage chamber 13 as backwash water for backwashing the filter medium 15, and opens the treated water supply pipe 17. By opening the end 171 in the upper part of the water storage chamber 13, a constant amount of treated water is always stored in the water storage chamber 13.

特開2000‐100794号公報Japanese Unexamined Patent Publication No. 2000-1000079

ところで、この種の濾過装置は、例えば、魚河岸等において使用されるような比較的大型の水槽(生け簀)に処理水(この場合、濾過処理した海水)を供給するために用いられる。   By the way, this type of filtration device is used for supplying treated water (in this case, filtered seawater) to a relatively large aquarium (ginger) used, for example, in fish riverbanks.

魚河岸等においては、天候の変化などによって、活魚が水揚げされる時間が予測し難い一方で、仕入れた活魚はできるだけ早く生け簀に入れる必要がある。又、場合によっては生け簀内の水を短時間で総入れ替えする必要が生じることもあり、用いられる濾過装置には、状況に応じて短時間で生け簀を満水とし得る処理能が求められる。   On the fish bank, etc., it is difficult to predict the time when the live fish will be landed due to changes in the weather, etc., but it is necessary to put the live fish purchased into the cage as soon as possible. In some cases, it may be necessary to completely replace the water in the ginger in a short time, and the filtration device used is required to have a processing capability that can fill the ginger in a short time depending on the situation.

しかしながら、特許文献1に記載された濾過装置では、貯水室における処理水の水位が貯水室の上部に延ばした処理水送水管の開口端を超える位置まで上昇しなければ、処理水の取水ができないため、運転開始後、取水可能となるまでに長時間を要する。   However, in the filtration device described in Patent Document 1, the treated water cannot be taken in unless the water level of the treated water in the water storage chamber rises to a position exceeding the open end of the treated water supply pipe extending to the upper portion of the water storage chamber. Therefore, it takes a long time for the water to be taken after the operation is started.

又、特許文献1に記載された濾過装置では、単位時間当たりの処理水の取水量を、単位時間当たりの原水の供給量以上に設定することができない。   Moreover, in the filtration apparatus described in patent document 1, the intake amount of the treated water per unit time cannot be set more than the supply amount of the raw water per unit time.

なぜなら、特許文献1に記載された濾過装置は、貯水室において貯水された処理水のうち、処理水送水管の開口端の位置を超えた分が順次開口端に流入し、処理水送水管を介して濾過装置外に自動的に供給する構成であることから、貯水室に存する処理水の水位は、常に処理水送水管の開口端近辺にある。そのため、吸引ポンプなどを用いて強制的に取水すると、すぐに貯水室に存する処理水の水位が処理水送水管の開口端の位置より下がり、取水できなくなるからである。   This is because, in the filtration device described in Patent Document 1, the portion of the treated water stored in the water storage chamber that exceeds the position of the open end of the treated water supply pipe sequentially flows into the open end. Therefore, the water level of the treated water existing in the water storage chamber is always near the open end of the treated water supply pipe. Therefore, if water is forcibly taken using a suction pump or the like, the level of the treated water immediately existing in the water storage chamber is lowered from the position of the open end of the treated water supply pipe, and water cannot be taken.

従って、特許文献1に記載された濾過装置において、単位時間当たりの処理水の取水量を増加させるためには、単位時間当たりの原水の供給量を多くする必要がある。   Therefore, in the filtration device described in Patent Document 1, in order to increase the intake amount of treated water per unit time, it is necessary to increase the supply amount of raw water per unit time.

しかしながら、特許文献1に記載された濾過装置において、単位時間当たりの原水の供給量を多くすることによって、単位時間当たりの処理水の取水量を増加させるにあたっては、濾過室及び貯水室の双方を密閉状態の圧力容器とする必要があり、剛性を確保するために、素材の選択の幅が狭くなる上、コスト高となる。   However, in the filtration device described in Patent Document 1, in order to increase the intake amount of treated water per unit time by increasing the supply amount of raw water per unit time, both the filtration chamber and the water storage chamber are provided. It is necessary to make the pressure vessel in a sealed state, and in order to ensure rigidity, the range of selection of materials is narrowed and the cost is increased.

本発明は、前記技術的課題を解決するために開発されたものであって、運転開始後速やかに処理水を取水することができ、しかも単位時間当たりの処理水の取水量を単位時間当たりの原水の供給量以上に設定することもできる新規な濾過装置を提供することを目的とする。   The present invention has been developed to solve the above technical problem, and can take up treated water immediately after the start of operation, and the amount of treated water taken per unit time can be reduced per unit time. It aims at providing the novel filtration apparatus which can also be set more than the supply amount of raw | natural water.

本発明の濾過装置は、中空の濾過槽と、濾過槽内を上部側の貯水室と下部側の濾過室とに区画する隔壁と、濾過室内を更に上部側の上部濾過室と下部側の下部濾過室に区画する位置に配された濾材と、濾過槽の壁面を通じて上部濾過室に連通すると共に上部濾過室内に向かって開口する原水供給管と、濾過槽の壁面を通じて下部濾過室に連通すると共に下部濾過室内に向かって開口する取水管と、一端が下部濾過室内に向かって開口し、他端が貯水室内に向かって開口する集水管とを具備する。   The filtration device of the present invention includes a hollow filtration tank, a partition partitioning the inside of the filtration tank into a water storage chamber on the upper side and a filtration chamber on the lower side, an upper filtration chamber on the upper side, and a lower lower portion on the filtration chamber While being connected to the upper filtration chamber through the filter medium disposed at the position partitioned into the filtration chamber, the wall of the filtration tank, and the raw water supply pipe opening toward the upper filtration chamber, and the lower filtration chamber through the wall of the filtration tank A water intake pipe that opens toward the lower filtration chamber, and a water collection pipe that opens at one end toward the lower filtration chamber and opens at the other end toward the water storage chamber.

本発明の濾過装置においては、原水供給管を介して上部濾過室に供給された原水が、濾材の上部から下部に向かって通過することによって処理水となって下部濾過室に蓄えられ、下部濾過室から取水管を介して処理水を取水する。   In the filtration device of the present invention, the raw water supplied to the upper filtration chamber via the raw water supply pipe passes through from the upper part of the filter medium toward the lower part and becomes treated water and is stored in the lower filtration chamber. The treated water is taken from the room through the intake pipe.

即ち、本発明の濾過装置においては、下部濾過室に処理水を蓄え、下部濾過室から直接処理水を取水することができるから、濾過装置の運転開始時から取水が可能になるまでに要する時間が非常に短時間となる。   That is, in the filtration device of the present invention, treated water can be stored in the lower filtration chamber, and treated water can be taken directly from the lower filtration chamber, so the time required from the start of operation of the filtration device until water can be taken. Will be very short.

そして、本発明の濾過装置においては、処理水の単位時間当たりの取水量が原水の単位時間当たりの供給量より少ない場合(取水量がゼロの場合を含む)は、下部濾過室の容量に対して過剰量となった処理水が、原水の供給圧によって、集水管を介して貯水室に輸送されて、貯水される。   And in the filtration apparatus of this invention, when the intake amount per unit time of treated water is smaller than the supply amount per unit time of raw water (including the case where the intake amount is zero), the capacity of the lower filtration chamber The excessive amount of treated water is transported to the water storage chamber via the water collection pipe by the supply pressure of the raw water and stored.

一方、処理水の単位時間当たりの取水量が原水の単位時間当たりの供給量を超える場合は、貯水室に貯水された処理水が、貯水室に貯水された処理水の水位と集水管の他端の開口位置との間に生じる水頭圧によって、集水管を介して下部濾過室内に返送される。   On the other hand, when the amount of treated water taken per unit time exceeds the amount of raw water supplied per unit time, the treated water stored in the water storage chamber is treated with the water level of the treated water stored in the water storage chamber and the collection pipe. It is returned to the lower filtration chamber through the water collection pipe by the water head pressure generated between the end opening position.

即ち、本発明の濾過装置は、下部濾過室に蓄えられた処理水に加えて、貯水室に貯水された処理水も取水できる構成としていることから、単位時間当たりの処理水の取水量が単位時間当たりの原水の供給量を超える場合にあっても、安定して処理水を得ることができる。   That is, the filtration device of the present invention is configured to be able to take the treated water stored in the water storage chamber in addition to the treated water stored in the lower filtration chamber, so that the amount of treated water taken per unit time is a unit. Even when the supply amount of raw water per hour is exceeded, treated water can be stably obtained.

なお、事実上、貯水室に貯水された処理水のうち、実質的に取水に供することができる処理水は、貯水室に貯水された処理水のうち、貯水室内に向かって開口する集水管の開口位置を超えて貯水された分(以下、実質的貯水分と称する。)になる。これより、本発明においては、貯水室内に向かって開口する集水管の開口位置につき、貯水室におけるできるだけ下部に設定することによって、貯水室に貯水された処理水に対する実質的貯水分の割合を向上させることが好ましい。   In fact, among the treated water stored in the water storage chamber, the treated water that can be substantially used for intake is the collected water that opens toward the water storage chamber among the treated water stored in the water storage chamber. This is the amount of water stored beyond the opening position (hereinafter referred to as substantial water storage). Accordingly, in the present invention, by setting the opening position of the water collecting pipe that opens toward the water storage chamber as low as possible in the water storage chamber, the ratio of the substantial water storage to the treated water stored in the water storage chamber is improved. It is preferable to make it.

本発明の濾過装置においては、更に、濾過槽の壁面を通じて上部濾過室に連通すると共に上部濾過室内に向かって開口する逆洗排出管を具備することが好ましい。   The filtration device of the present invention preferably further includes a backwash discharge pipe communicating with the upper filtration chamber through the wall surface of the filtration tank and opening toward the upper filtration chamber.

この逆洗開閉弁を備えれば、原水の供給及び処理水の取水を停止した状態で逆洗開閉弁が開通されると、貯水槽内に貯水されていた処理水が集水管を介して下部濾過室に返送され、濾材の下部から上部に向かって通過し、逆洗排出管を介して濾過槽外に排出される。これより貯水室に貯水された処理水によって、濾材を逆洗することができる。   If this backwash on / off valve is provided, when the backwash on / off valve is opened with the supply of raw water and the intake of treated water stopped, the treated water stored in the water storage tank is lowered through the water collecting pipe. It is returned to the filtration chamber, passes from the lower part of the filter medium toward the upper part, and is discharged out of the filtration tank through the backwash discharge pipe. Thus, the filter medium can be backwashed with the treated water stored in the water storage chamber.

本発明の濾過装置によれば、運転開始後速やかに処理水を取水することができ、しかも単位時間当たりの処理水の取水量を単位時間当たりの原水の供給量以上に設定することも可能となる。   According to the filtration device of the present invention, treated water can be taken immediately after the start of operation, and the amount of treated water taken per unit time can be set to be higher than the supply amount of raw water per unit time. Become.

図1は、本発明の濾過装置の一実施形態を模式的に示す図である。FIG. 1 is a diagram schematically showing an embodiment of the filtration device of the present invention. 図2は、濾過装置における濾材設置台を構成するストレーナの一例を示す図であり、図2(a)は、ストレーナ本体部の右半分を断面で示す正面図であり、図2(b)は、連結部の右半分を断面で示す正面図である。FIG. 2 is a view showing an example of a strainer that constitutes a filter medium installation base in the filtration device, FIG. 2 (a) is a front view showing the right half of the strainer main body section in section, and FIG. It is a front view which shows the right half of a connection part in a cross section. 図3は、ストレーナを設置台本体に嵌合する状態を示す図であり、図3(a)は、設置台本体に連結部を挿入した状態を示す断面図であり、図3(b)は連結部にストレーナ本体部を挿入した状態を示す断面図である。FIG. 3 is a view showing a state in which the strainer is fitted to the installation base main body, FIG. 3A is a cross-sectional view showing a state in which the connecting portion is inserted into the installation base main body, and FIG. It is sectional drawing which shows the state which inserted the strainer main-body part in the connection part. 図4は、濾過装置における、(a)原水の供給状態、(b)処理水の取水状態(取水量<原水供給量)、(c)処理水の取水状態(取水量>原水供給量)、及び(d)逆洗状態、の各状態をそれぞれ示す模式図である。FIG. 4 shows a filtration device in which (a) supply state of raw water, (b) intake state of treated water (amount of intake water <raw water supply amount), (c) intake state of treated water (amount of intake water> raw water supply amount), It is a schematic diagram which shows each state of (d) backwashing state, respectively. 図5は、従来の濾過装置を模式的に示す図である。FIG. 5 is a diagram schematically showing a conventional filtration device.

以下、本発明の濾過装置の一実施形態について説明する。なお、本発明の濾過装置は、この実施形態に限定されるものではない。   Hereinafter, an embodiment of the filtration device of the present invention will be described. The filtration device of the present invention is not limited to this embodiment.

図1に、本発明の濾過装置の一実施形態を模式的に示す。   In FIG. 1, one Embodiment of the filtration apparatus of this invention is shown typically.

本実施形態に係る濾過装置1は、中空円筒状の濾過槽2と、濾過槽2内を上部側の貯水室3と下部側の濾過室4とに区画する隔壁21と、濾過室4内を更に上部側の上部濾過室41と下部側の下部濾過室42に区画する位置に配された濾材5と、濾過槽2の壁面を通じて上部濾過室41に連通すると共に上部濾過室41内に向かって開口する原水供給管6と、濾過槽2の壁面を通じて下部濾過室42に連通すると共に下部濾過室42内に向かって開口する取水管7と、一端が下部濾過室42内に向かって開口し、他端が貯水室3内に向かって開口する集水管8とを具備する。   The filtration device 1 according to the present embodiment includes a hollow cylindrical filtration tank 2, a partition wall 21 that divides the filtration tank 2 into an upper water storage chamber 3 and a lower filtration chamber 4, and the filtration chamber 4. Further, the filter medium 5 arranged at a position partitioned into an upper filtration chamber 41 on the upper side and a lower filtration chamber 42 on the lower side, and the upper filtration chamber 41 through the wall surface of the filtration tank 2 and toward the upper filtration chamber 41. The raw water supply pipe 6 that opens, the intake pipe 7 that communicates with the lower filtration chamber 42 through the wall surface of the filtration tank 2 and opens into the lower filtration chamber 42, and one end opens into the lower filtration chamber 42, A water collecting pipe 8 having the other end opened toward the inside of the water storage chamber 3 is provided.

濾過装置1は、中空円筒状の濾過槽2を本体とする。   The filtration device 1 has a hollow cylindrical filtration tank 2 as a main body.

濾過槽2は、その内部を上下に仕切る隔壁21によって、上部側の貯水室3と下部側の濾過室4とに区画されている。   The filtration tank 2 is partitioned into a water storage chamber 3 on the upper side and a filtration chamber 4 on the lower side by a partition wall 21 that divides the inside of the filtration tank 2 up and down.

貯水室3は、天井部に開口22が設けられており、貯水室3内外の気圧が常に等しくなるように設計されている。即ち、本実施形態における濾過装置1における貯水室3には、極端な内圧が発生することがないため、貯水室3の強度については、処理水を貯水し得る剛性があれば十分である。これより、貯水室3の外壁は、プラスチックなどの比較的安価な素材を用いて形成することができる。   The water storage chamber 3 is provided with an opening 22 in the ceiling, and is designed so that the air pressure inside and outside the water storage chamber 3 is always equal. That is, since no extreme internal pressure is generated in the water storage chamber 3 in the filtration device 1 according to this embodiment, it is sufficient for the strength of the water storage chamber 3 to be rigid enough to store treated water. Thus, the outer wall of the water storage chamber 3 can be formed using a relatively inexpensive material such as plastic.

一方、濾過室4は、原水の供給量、処理水の取水量及び濾材5の目詰まりの程度などによって、その内圧が変化する。このため、本実施形態においては、濾過室4をFRPによって形成している。又、貯水室3の内部を上下に仕切る隔壁21を、周縁部から中央部にむかってなだらかに上方に膨らむドーム形状とすると共に、濾過室4の底壁の角を丸めることによって濾過室4の耐圧性を向上している。更に、濾過室4には、濾過室4の内圧が許容レベルを超えた場合に自動的に開栓するリリーフ弁43が備えられており、濾過室4の内圧が極端に大きくならないように制御されている。   On the other hand, the internal pressure of the filtration chamber 4 changes depending on the supply amount of raw water, the intake amount of treated water, the degree of clogging of the filter medium 5, and the like. For this reason, in this embodiment, the filtration chamber 4 is formed by FRP. In addition, the partition wall 21 that vertically partitions the interior of the water storage chamber 3 has a dome shape that gently swells upward from the peripheral portion toward the center portion, and rounds the corners of the bottom wall of the filtration chamber 4 to round the bottom of the filtration chamber 4. Improves pressure resistance. Further, the filtration chamber 4 is provided with a relief valve 43 that automatically opens when the internal pressure of the filtration chamber 4 exceeds an allowable level, and is controlled so that the internal pressure of the filtration chamber 4 does not become extremely large. ing.

濾材5は、濾過室4内に配された濾材設置台51上に、一定の積層厚となるように敷設された砂の層である。   The filter medium 5 is a layer of sand laid on the filter medium mounting base 51 disposed in the filter chamber 4 so as to have a constant laminated thickness.

濾材設置台51は、板状の設置台本体52に設けられた複数の貫通孔53に各々ストレーナ54を嵌合したものである。   The filter medium installation base 51 is obtained by fitting strainers 54 to a plurality of through holes 53 provided in a plate-shaped installation base main body 52.

図2に示すように、ストレーナ54は、ストレーナ本体部55(図2(a)参照)と、ストレーナ本体55を設置台本体52に連結する連結部56(図2(b)参照)とからなる。   As shown in FIG. 2, the strainer 54 includes a strainer main body 55 (see FIG. 2A) and a connecting portion 56 (see FIG. 2B) that connects the strainer main body 55 to the installation base main body 52. .

ストレーナ本体部55は、中空円筒状の脚部551の上部開口端に中空の頭部552が連接された中空の部材であり、脚部551の下部開口端が開放されている。   The strainer body 55 is a hollow member in which a hollow head 552 is connected to an upper opening end of a hollow cylindrical leg portion 551, and a lower opening end of the leg portion 551 is open.

頭部552は、中空円筒状の周壁554と、この側壁の上端開口を閉塞する天井面555を有し、周壁554の周囲には、複数条のスリット553が設けられている。   The head 552 has a hollow cylindrical peripheral wall 554 and a ceiling surface 555 that closes the upper end opening of the side wall, and a plurality of slits 553 are provided around the peripheral wall 554.

連結部56は、中空円筒状の連結部本体561と連結部本体561の上部開口端周縁に設けられたフランジ部562とからなる。連結部本体561の外径と、設置台本体52に設けられた貫通孔53の口径とは同径に設定されている。又、連結部本体561の周壁564には、下部開口端に向かって徐々に内径が小さくなるテーパ形状が付与されている。更に、連結部本体561の周壁564には切り欠き563が設けられている。   The connecting portion 56 includes a hollow cylindrical connecting portion main body 561 and a flange portion 562 provided on the upper opening end periphery of the connecting portion main body 561. The outer diameter of the connecting portion main body 561 and the diameter of the through hole 53 provided in the installation base main body 52 are set to the same diameter. Further, the peripheral wall 564 of the connecting portion main body 561 is provided with a tapered shape in which the inner diameter gradually decreases toward the lower opening end. Furthermore, a cutout 563 is provided in the peripheral wall 564 of the connecting portion main body 561.

図3に示すように、設置台本体52に設けられた貫通孔53にストレーナ54を嵌合するにあたっては、まず、連結部56における連結部本体561を貫通孔53に挿入し、フランジ部562が設置台本体52の上面に接触するまで押し込む。次いで、連結部56における連結部本体561内に向かって、ストレーナ本体部55における脚部551を挿入する(図3(a)参照)。   As shown in FIG. 3, when the strainer 54 is fitted into the through hole 53 provided in the installation base main body 52, first, the connecting portion main body 561 in the connecting portion 56 is inserted into the through hole 53, and the flange portion 562 Push in until the upper surface of the installation base body 52 comes into contact. Next, the leg portion 551 in the strainer main body portion 55 is inserted into the connection portion main body 561 in the connection portion 56 (see FIG. 3A).

ストレーナ本体部55における脚部551の外径は、連結部本体561における上部開口端の内径と同径に設定されているが、連結部本体561の側壁564には、下部開口端に向かって口径が小さくなるテーパ形状が付与されていることから、脚部551の挿入が深くなるに伴って、連結部本体561は、切り欠き563を拡げながら拡径する(図3(b)参照)。これによって、設置台本体52に設けられた貫通孔53に対し、ストレーナ54を隙間無く嵌合することができる。   The outer diameter of the leg portion 551 in the strainer main body 55 is set to be the same as the inner diameter of the upper opening end in the connecting portion main body 561, but the diameter of the side wall 564 of the connecting portion main body 561 is toward the lower opening end. Since the taper shape is reduced, the connecting portion main body 561 increases in diameter while expanding the notch 563 as the insertion of the leg portion 551 becomes deeper (see FIG. 3B). Thereby, the strainer 54 can be fitted into the through hole 53 provided in the installation base main body 52 without any gap.

ところで、濾材5として砂を用いた場合、砂が濾材設置台51を通過して下部濾過室42に落ち込まないようにすると共に、逆洗時に逆洗水が濾材5の全面にわたって均一に上昇するのを補助するために、砂と濾材設置台51との間に、砂より粒径が大きい砂利(支持砂利)を介在させることが一般的となっている。   By the way, when sand is used as the filter medium 5, the sand does not fall into the lower filtration chamber 42 through the filter medium mounting base 51, and the backwash water rises uniformly over the entire surface of the filter medium 5 during backwashing. In order to assist, it is common to place gravel (supporting gravel) having a particle size larger than that of sand between the sand and the filter medium mounting base 51.

この点につき、本実施形態においては、設置台本体52に設けられた複数の貫通孔53に、砂の粒径より小さい溝幅のスリット553を周壁554に設けたストレーナ54を嵌合した濾材設置台51を用いているから、砂が濾材設置台51を通過して下部濾過室42に落ち込むことが防止されている。又、スリット553は、ストレーナ本体部55における側壁554に設けられていることから、逆洗時において逆洗水は、スリット553を通過することによって拡散し、濾材5の全面にわたって均一に上昇する。これより本実施形態においては、必ずしも支持砂利を介在させる必要はない。なお、砂と濾材設置台51との間に支持砂利を介在させない場合にあっては、濾材5の交換作業が容易になるといった利点が生じる。   In this embodiment, in this embodiment, a filter medium is installed by fitting a plurality of through holes 53 provided in the installation base body 52 with a strainer 54 provided with a slit 553 having a groove width smaller than the particle size of sand on the peripheral wall 554. Since the table 51 is used, the sand is prevented from passing through the filter medium installation table 51 and falling into the lower filtration chamber 42. In addition, since the slit 553 is provided on the side wall 554 of the strainer body 55, the backwash water diffuses by passing through the slit 553 during the backwashing and rises uniformly over the entire surface of the filter medium 5. From this, in this embodiment, it is not necessary to interpose support gravel. In the case where the supporting gravel is not interposed between the sand and the filter medium installation base 51, there is an advantage that the replacement work of the filter medium 5 becomes easy.

原水供給管6は、原水開閉弁61を備えており、この原水開閉弁61が開かれることによって、原水供給管6を介して原水が上部濾過室41内に供給される。原水供給管6を介した原水の揚水は、ポンプPによって行われる。なお、本実施形態においては、上部濾過室41内で開口する原水供給管6の開口端62を上方に向けて屈曲している。これより、原水は上部濾過室41の上方に向かって吐出され、拡散しながら順次落下する。即ち、濾材5の一部に偏って原水が供給されることを防止している。   The raw water supply pipe 6 includes a raw water opening / closing valve 61, and the raw water is supplied into the upper filtration chamber 41 through the raw water supply pipe 6 by opening the raw water opening / closing valve 61. Pumping of the raw water through the raw water supply pipe 6 is performed by a pump P. In the present embodiment, the open end 62 of the raw water supply pipe 6 that opens in the upper filtration chamber 41 is bent upward. Thereby, raw | natural water is discharged toward the upper direction of the upper filtration chamber 41, and falls sequentially, diffusing. That is, the raw water is prevented from being biased to a part of the filter medium 5.

取水管7は、処理水開閉弁71を備えており、この処理水開閉弁71が開かれることによって、下部濾過室42内に蓄えられた処理水が取水管7を介して取水される。   The intake pipe 7 includes a treated water opening / closing valve 71, and the treated water stored in the lower filtration chamber 42 is taken in via the intake pipe 7 by opening the treated water opening / closing valve 71.

集水管8は、隔壁21、濾材5、及び濾材設置台51を貫通して立設されている。濾材設置台51を貫通して下部濾過室42内に向かって開口する集水管8の下端は、下部濾過室42の周縁に向かって屈曲されている。又、隔壁21を貫通して貯水室3内に突出させた集水管8の上端開口81の位置(高さ)は、ドーム形状の隔壁21の頂部の位置(高さ)となるように設定されている。   The water collecting pipe 8 is erected through the partition wall 21, the filter medium 5, and the filter medium installation base 51. The lower end of the water collecting pipe 8 that passes through the filter medium mounting base 51 and opens into the lower filtration chamber 42 is bent toward the periphery of the lower filtration chamber 42. Further, the position (height) of the upper end opening 81 of the water collecting pipe 8 that penetrates the partition wall 21 and protrudes into the water storage chamber 3 is set to be the position (height) of the top of the dome-shaped partition wall 21. ing.

本実施形態に係る濾過装置1は、濾過槽2の壁面を通じて上部濾過室41に連通すると共に上部濾過室41内に向かって開口する、逆洗開閉弁91を備えた逆洗排出管9を更に具備する。   The filtration device 1 according to this embodiment further includes a backwash discharge pipe 9 provided with a backwash on / off valve 91 that communicates with the upper filtration chamber 41 through the wall surface of the filtration tank 2 and opens into the upper filtration chamber 41. It has.

逆洗排出管9は、円筒状の濾過槽2の中心軸に沿って、隔壁21、濾材5、及び濾材設置台51を垂直方向に貫通すると共に下部濾過室42において水平方向に屈曲し、濾過槽2の壁面(下部濾過室42の壁面)を貫通して外部と通じている。なお、逆洗排出管9は、隔壁21、濾材5、及び濾材設置台51を貫通させることなく、上部濾過室41の壁面を貫通して外部と通じさせても良い。   The backwash discharge pipe 9 passes through the partition wall 21, the filter medium 5, and the filter medium installation base 51 in the vertical direction along the central axis of the cylindrical filter tank 2, and is bent in the horizontal direction in the lower filtration chamber 42. It penetrates the wall surface of the tank 2 (the wall surface of the lower filtration chamber 42) and communicates with the outside. Note that the backwash discharge pipe 9 may penetrate the wall surface of the upper filtration chamber 41 and communicate with the outside without penetrating the partition wall 21, the filter medium 5, and the filter medium installation base 51.

逆洗排出管9における隔壁21を貫通して突出する上端は閉塞されており、逆洗排出管9における隔壁21の下面近傍付近の位置に、上部濾過室41内に向かって開口する排出口92が設けられている。貯水室3内に突出させた逆洗排出管9の上端部分は、濾過槽2の外壁に配された空気抜き弁93と通じている。   The upper end of the backwash discharge pipe 9 that protrudes through the partition wall 21 is closed, and a discharge port 92 that opens toward the inside of the upper filtration chamber 41 at a position near the lower surface of the partition wall 21 in the backwash discharge pipe 9. Is provided. An upper end portion of the backwash discharge pipe 9 protruding into the water storage chamber 3 communicates with an air vent valve 93 disposed on the outer wall of the filtration tank 2.

図4(a)に示すように、本実施形態に係る濾過装置1においては、ポンプPを作動させた上で、原水開閉弁61が開かれることによって、原水が上部濾過室41内に供給される(この原水の単位時間当たりの供給量をXとする。)。上部濾過室41内に供給された原水は、重力によって、濾材5を上部から下部に向かって通過して濾過され、処理水となって下部濾過室42内に蓄えられる。   As shown in FIG. 4A, in the filtration device 1 according to this embodiment, the raw water is supplied into the upper filtration chamber 41 by opening the raw water on-off valve 61 after operating the pump P. (Supply X is the amount of raw water supplied per unit time). The raw water supplied into the upper filtration chamber 41 is filtered by passing through the filter medium 5 from the upper part toward the lower part by gravity, and is stored in the lower filtration chamber 42 as treated water.

この際、空気抜き弁93は開かれており、上部濾過室41内の上部に溜まった空気は、排出口92及び空気抜き弁93を介して順次濾過槽2外に排出される。その後、空気抜き弁93から原水の流出が確認されれば、空気が十分に抜けたものと判断して空気抜き弁93が閉じられる。   At this time, the air vent valve 93 is opened, and the air accumulated in the upper portion of the upper filtration chamber 41 is sequentially discharged out of the filtration tank 2 through the discharge port 92 and the air vent valve 93. Thereafter, if the outflow of the raw water is confirmed from the air vent valve 93, it is determined that the air has sufficiently escaped, and the air vent valve 93 is closed.

この状態で、取水管7に備えられた処理水開閉弁71が開かれると、下部濾過室42から取水管7を介して処理水が取水される(この処理水の取水量をYとする。)。   In this state, when the treated water on-off valve 71 provided in the intake pipe 7 is opened, treated water is taken from the lower filtration chamber 42 through the intake pipe 7 (the amount of treated water taken is Y). ).

即ち、本実施形態に係る濾過装置1は、濾材5を通過して下部濾過室42において蓄えられた処理水を、下部濾過室42に連通させた取水管7を介して、下部濾過室42から直接取水するができる。これより、濾過装置1の運転開始後(即ち、原水開閉弁61の開栓後)、比較的短時間で処理水を取水することができる。   In other words, the filtration device 1 according to the present embodiment removes the treated water that has passed through the filter medium 5 and accumulated in the lower filtration chamber 42 from the lower filtration chamber 42 through the intake pipe 7 that is communicated with the lower filtration chamber 42. Can take water directly. Thereby, after the operation of the filtration device 1 is started (that is, after the raw water on-off valve 61 is opened), treated water can be taken in a relatively short time.

ここで、処理水の単位時間当たりの取水量Yが原水の単位時間当たりの供給量Xより少ない場合(Y<X)にあっては、図4(b)に示すように、下部濾過室42の容量に対して過剰量となった処理水が、ポンプPによる原水の供給圧によって、集水管8を介して貯水室3に輸送され、貯水される。なお、本実施形態においては、一端を貯水室3内上部において開口させると共に他端を濾過槽2外に通じさせたドレン管31が備えられており、貯水された処理水が一定量を超えた場合には、余剰分の処理水がドレン管31を介して濾過槽2外に排出される。   Here, when the intake amount Y per unit time of the treated water is smaller than the supply amount X per unit time of the raw water (Y <X), as shown in FIG. The treated water that is excessive with respect to the capacity of the water is transported to the water storage chamber 3 through the water collection pipe 8 by the supply pressure of the raw water by the pump P, and stored. In the present embodiment, a drain pipe 31 having one end opened in the upper part of the water storage chamber 3 and the other end communicating with the outside of the filtration tank 2 is provided, and the stored treated water has exceeded a certain amount. In that case, excess treated water is discharged out of the filtration tank 2 through the drain pipe 31.

一方、処理水の単位時間当たりの取水量Yが原水の単位時間当たりの供給量Xを超える場合(Y>X)にあっては、図4(c)に示すように、貯水室3に貯水された処理水のうちの実質的貯水分が、貯水室3に貯水された処理水の水位と集水管8の上端開口81の位置との間に生じる水頭圧によって、集水管8を介して下部濾過室42内に返送される。   On the other hand, when the intake amount Y per unit time of the treated water exceeds the supply amount X per unit time of the raw water (Y> X), as shown in FIG. Substantial water storage in the treated water is lowered through the water collecting pipe 8 due to the water head pressure generated between the water level of the treated water stored in the water storage chamber 3 and the position of the upper end opening 81 of the water collecting pipe 8. Returned to the filtration chamber 42.

即ち、本実施形態に係る濾過装置1は、濾過室4より上部の位置に貯水室3を配置し、下部濾過室42の容量に対して過剰量となった処理水を貯水室3において順次貯水し、単位時間当たりの処理水の取水量が単位時間当たりの原水の供給量を超える場合には、取水量と供給量の差の分、貯水室3に貯水された処理水が集水管8を介して下部濾過室42内に返送される構成としている。これより、単位時間当たりの処理水の取水量が単位時間当たりの原水の供給量を超える場合にあっても、下部濾過室42に蓄えられた処理水及び貯水室3に貯水された処理水の内の実質的貯水分を取水し尽くすまでは、安定して処理水を得ることができる。   That is, in the filtration device 1 according to the present embodiment, the water storage chamber 3 is disposed at a position above the filtration chamber 4, and the treated water that is excessive with respect to the capacity of the lower filtration chamber 42 is sequentially stored in the water storage chamber 3. However, if the amount of treated water taken per unit time exceeds the amount of raw water supplied per unit time, the treated water stored in the water storage chamber 3 will flow through the collecting pipe 8 by the difference between the amount of water taken and the amount supplied. It is set as the structure returned in the lower filtration chamber 42 via. Thus, even when the amount of treated water taken per unit time exceeds the supply amount of raw water per unit time, the treated water stored in the lower filtration chamber 42 and the treated water stored in the water storage chamber 3 are stored. The treated water can be obtained stably until the substantial water storage inside is exhausted.

又、前述の如く、本実施形態に係る濾過装置1においては、隔壁21を貫通して貯水室3内に突出させた集水管8の上端開口81の位置(高さ)を、ドーム形状の隔壁21の頂部の位置(高さ)となるように設定している。即ち、本実施形態に係る濾過装置1においては、集水管8の上端開口81の位置を、貯水室3内のできるだけ下部の位置(隔壁21の上面近辺)に設定することによって、貯水室3に貯水された処理水の量に対する実質的貯水量の割合を向上させ、貯水室3に貯水された処理水を無駄なく利用できるように構成している。   Further, as described above, in the filtration device 1 according to the present embodiment, the position (height) of the upper end opening 81 of the water collecting pipe 8 penetrating the partition wall 21 and projecting into the water storage chamber 3 is defined as the dome-shaped partition wall. It is set to be the position (height) of the top of 21. That is, in the filtration device 1 according to the present embodiment, by setting the position of the upper end opening 81 of the water collecting pipe 8 as low as possible in the water storage chamber 3 (near the upper surface of the partition wall 21), The ratio of the substantial water storage amount with respect to the amount of treated water stored is improved so that the treated water stored in the water storage chamber 3 can be used without waste.

図4(d)に示すように、原水開閉弁61及び処理水開閉弁71が閉じられると共に逆洗開閉弁91が開かれると、貯水室3内に貯水された処理水が、貯水室3に貯水された処理水の水位と集水管8の上端開口81との間に生じる水頭圧によって、集水管8を介して下部濾過室42に返送される。下部濾過室42に返送された処理水は、濾材5の下部から上部に向かって通過し、逆洗排出管9の上部に設けられた排出口92から逆洗排出管9を介して濾過槽2外に排出される。これより、貯水室3に貯水された処理水によって、濾材5を逆洗することができる。   As shown in FIG. 4D, when the raw water on-off valve 61 and the treated water on-off valve 71 are closed and the backwash on-off valve 91 is opened, the treated water stored in the water storage chamber 3 is transferred to the water storage chamber 3. The water head pressure generated between the water level of the stored treated water and the upper end opening 81 of the water collecting pipe 8 is returned to the lower filtration chamber 42 via the water collecting pipe 8. The treated water returned to the lower filtration chamber 42 passes from the lower part of the filter medium 5 toward the upper part, and passes through the backwash discharge pipe 9 from the discharge port 92 provided at the upper part of the backwash discharge pipe 9. Discharged outside. Thus, the filter medium 5 can be backwashed with the treated water stored in the water storage chamber 3.

なお、貯水室3において濾材5を逆洗するに十分な処理水が貯水されていない場合にあっては、逆洗に先立ち、原水の供給を維持したまま処理水の取水を停止することによって、貯水室3内に十分量の処理水を貯水すれば良い。   In addition, in the case where sufficient treated water is not stored in the water storage chamber 3 to backwash the filter medium 5, by stopping the intake of treated water while maintaining the supply of raw water prior to backwashing, A sufficient amount of treated water may be stored in the water storage chamber 3.

本実施形態においては、濾材設置台51を貫通して下部濾過室42内に向かって開口する集水管8の下端は、下部濾過室42の周縁に向かって屈曲しているから、集水管8を介して下部濾過室42に返送された処理水は、下部濾過室42内において拡散する。これより、濾材5の全面にわたって偏りなく処理水が通過する。   In the present embodiment, the lower end of the water collecting pipe 8 that passes through the filter medium mounting base 51 and opens into the lower filtration chamber 42 is bent toward the periphery of the lower filtration chamber 42. The treated water returned to the lower filtration chamber 42 is diffused in the lower filtration chamber 42. Thus, the treated water passes through the entire surface of the filter medium 5 without unevenness.

又、本実施形態においては、排出口92を隔壁21の下面近傍付近の位置(上部濾過室41の上部)に配し、逆洗排出管9における逆洗水の出口側を下部濾過室42に設けることによって、排出口92と逆洗水の出口側との間に高低差を設け、排出口92から逆洗排出管92内に流入した逆洗水が速やかに濾過槽2外に排出されるように設計している。   Further, in the present embodiment, the discharge port 92 is disposed at a position near the lower surface of the partition wall 21 (upper part of the upper filtration chamber 41), and the outlet side of the backwash water in the backwash discharge pipe 9 is connected to the lower filtration chamber 42. By providing, a level difference is provided between the discharge port 92 and the backwash water outlet side, and the backwash water flowing into the backwash discharge pipe 92 from the discharge port 92 is quickly discharged out of the filtration tank 2. Designed to be

なお、逆洗後の逆洗水は、濾材5に付着していた汚れと共に上部濾過室41内において舞い上がることから、逆洗排出管92に排出口92を複数箇所設けることによって、逆洗後の逆洗水が多方向から逆洗排出管92に導入されるようにすることが好ましい。   In addition, since the backwash water after backwashing rises in the upper filtration chamber 41 with the dirt adhering to the filter medium 5, by providing a plurality of discharge ports 92 in the backwash discharge pipe 92, the backwash water after backwashing is provided. It is preferable that the backwash water is introduced into the backwash discharge pipe 92 from multiple directions.

本発明の濾過装置は、魚河岸や水族館、プール等の比較的大型の水槽に処理水を供給する際に、好適に利用することができる。   The filtration device of the present invention can be suitably used when supplying treated water to a relatively large aquarium such as a fish river bank, an aquarium, or a pool.

1 濾過装置
2 濾過槽
3 貯水室
4 濾過室
5 濾材
6 原水供給管
7 取水管
8 集水管
9 逆洗排出管
DESCRIPTION OF SYMBOLS 1 Filtration apparatus 2 Filtration tank 3 Water storage chamber 4 Filtration chamber 5 Filter medium 6 Raw water supply pipe 7 Intake pipe 8 Water collection pipe 9 Backwash discharge pipe

Claims (2)

中空の濾過槽と、
濾過槽内を上部側の貯水室と下部側の濾過室とに区画する隔壁と、
濾過室内を更に上部側の上部濾過室と下部側の下部濾過室に区画する位置に配された濾材と、
濾過槽の壁面を通じて上部濾過室に連通すると共に上部濾過室内に向かって開口する原水供給管と、
濾過槽の壁面を通じて下部濾過室に連通すると共に下部濾過室内に向かって開口する取水管と、
一端が下部濾過室内に向かって開口し、他端が貯水室内に向かって開口する集水管と、
を具備する濾過装置であって、この濾過装置は、
原水供給管を介して上部濾過室に供給された原水が、濾材の上部から下部に向かって通過することによって処理水となって下部濾過室に蓄えられ、下部濾過室から取水管を介して処理水を取水するものであり、
処理水の単位時間当たりの取水量が原水の単位時間当たりの供給量より少ない場合は、下部濾過室の容量に対して過剰量となった処理水が、原水の供給圧によって、集水管を介して貯水室に輸送されて、貯水され、
処理水の単位時間当たりの取水量が原水の単位時間当たりの供給量を超える場合は、貯水室に貯水された処理水が、貯水室に貯水された処理水の水位と集水管の他端の開口位置との間に水頭圧によって、集水管を介して下部濾過室内に返送されることを特徴とする濾過装置。
A hollow filtration tank;
A partition partitioning the inside of the filtration tank into an upper water storage chamber and a lower filtration chamber;
A filter medium disposed in a position dividing the filtration chamber into an upper filtration chamber on the upper side and a lower filtration chamber on the lower side;
A raw water supply pipe communicating with the upper filtration chamber through the wall of the filtration tank and opening toward the upper filtration chamber;
A water intake pipe communicating with the lower filtration chamber through the wall of the filtration tank and opening toward the lower filtration chamber;
A water collecting pipe having one end opened toward the lower filtration chamber and the other end opened toward the water storage chamber;
A filtration device comprising:
The raw water supplied to the upper filtration chamber through the raw water supply pipe passes through the filter medium from the upper part toward the lower part, and is stored as treated water in the lower filtration chamber, and is treated from the lower filtration chamber through the intake pipe. To take water,
If the amount of treated water taken per unit time is less than the amount of raw water supplied per unit time, the amount of treated water that is excessive relative to the volume of the lower filtration chamber is passed through the water collection pipe by the raw water supply pressure. Transported to the water storage room, stored,
If the amount of treated water taken per unit time exceeds the amount of raw water supplied per unit time, the treated water stored in the water storage chamber is treated with the water level of the treated water stored in the water storage chamber and the other end of the collecting pipe. A filtration device which is returned to the lower filtration chamber via a water collecting pipe by a head pressure between the opening position and the opening position.
請求項1に記載の濾過装置において、
更に、濾過槽における濾過室の壁面を通じて上部濾過室に連通すると共に上部濾過室内に向かって開口する逆洗排出管を具備する濾過装置。
The filtration device according to claim 1,
Furthermore, the filtration apparatus which comprises the backwash discharge pipe which opens to the upper filtration chamber while communicating with the upper filtration chamber through the wall surface of the filtration chamber in the filtration tank.
JP2010181665A 2010-08-16 2010-08-16 Filter Pending JP2012040473A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015073933A (en) * 2013-10-08 2015-04-20 メタウォーター株式会社 Filtration apparatus
JP6060395B1 (en) * 2016-02-26 2017-01-18 三晃海洋開発株式会社 Gravity type automatic backwash sand filter with elevated water tank

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001276518A (en) * 2000-04-03 2001-10-09 Yanmar Zosen Kk Back washing water self-retaining pressure filter
JP2007512944A (en) * 2003-11-13 2007-05-24 カリガン インターナショナル コンパニー Flowing water tank for water treatment
JP2010064032A (en) * 2008-09-12 2010-03-25 Kankyo Kogaku:Kk Water purifying apparatus

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001276518A (en) * 2000-04-03 2001-10-09 Yanmar Zosen Kk Back washing water self-retaining pressure filter
JP2007512944A (en) * 2003-11-13 2007-05-24 カリガン インターナショナル コンパニー Flowing water tank for water treatment
JP2010064032A (en) * 2008-09-12 2010-03-25 Kankyo Kogaku:Kk Water purifying apparatus

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015073933A (en) * 2013-10-08 2015-04-20 メタウォーター株式会社 Filtration apparatus
JP6060395B1 (en) * 2016-02-26 2017-01-18 三晃海洋開発株式会社 Gravity type automatic backwash sand filter with elevated water tank

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